1.
Numerical Lower Bound Limit Analysis Using Second-order Cone Programming and Its Applications;
基于锥形规划理论的数值极限分析下限法及其应用
2.
Upper bound limit analysis of 3-D structures using finite element method
三维结构极限上限分析的有限元方法
3.
A Lower Bound Limit Analysis Algorithm and Its Implementation;
结构下限极限分析的一种算法及其实现
4.
Two and Three-dimensional Stability Analyses of Slopes with Local Load on Top Surface(Ⅱ)--Using Upper-bound Method of Limit Analysis
坡顶局部荷载下边坡的二维和三维稳定分析(Ⅱ)——极限分析的上限法
5.
Nonlinear plasticity limit analysis upper bound method of gangue hill stability
矸石山稳定性非线性极限分析上限法
6.
Research on 3-D Finite Element Plastic Limit Analysis Method;
三维有限元塑性极限分析方法的研究
7.
Limit Analysis on Ultimate Bearing Capacity of Soils under Caps of Composite Pile Foundations;
复合桩基承台下地基土极限承载力的极限分析
8.
Plastic Limit Analysis of Shallow-spherical Shell under Normal Linear Distributed Load
法向线布荷载作用下扁球壳的塑性极限分析
9.
Multiple solutions in upper bound limit analysis of soil slopes
土坡稳定极限分析上限法中的多解性分析
10.
Stability analysis of unstable rock collapsing based on limit analysis upper bound method
基于极限分析上限法的危岩体崩塌稳定性分析
11.
Critical height of reinforced slope based on limit analysis upper bound method
基于极限分析上限法的加筋土坡临界高度
12.
The ultimate load of plate girders was analyzed by spline finite strip and plastic hinge method.
用样条有限条塑性铰法分析了板梁的极限荷载。
13.
The Research on Finite Element Plastic Limit Analysis Method Subjected to Pore Water Pressure;
考虑孔隙压力的有限元塑性极限分析法研究
14.
Finite Element Method of Lines for Vertically Ultimately Bearing Capacity of Single Pile
单桩竖向极限承载力的有限元线法分析
15.
FEM Analysis of the Cyclic Ultimate Pull-out Capacity of the Vertically Loaded Anchor
法向承力锚循环极限抗拔力有限元分析
16.
UPPER BOUND SOLUTIONS OF LIMIT ANALYSIS FOR LATERAL PRESSURE OF SQUAT SILOS
浅圆仓散料侧压力的极限分析上限方法
17.
INVESTIGATION OF THE FINITE ELEMENT METHOD ON THE CRITICAL BEARING CAPACITY OF BUCKLING-RESTRAINED BRACE
屈曲约束支撑极限承载力有限元分析方法研究
18.
In this paper the limit strain criterion is used as a limit state function and an improved JC method is used to calculate the reliability index of the stability of the tunnel.
采用极限应变准则作为极限状态方程，运用改进的JC方法分析了地下隧洞稳定的可靠度。